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| United States Patent | 5926113 |
| Link to this page | http://www.wikipatents.com/5926113.html |
| Inventor(s) | Jones; Gary V. (Bolingbrook, IL), Hatch; Ronald R. (Wilmington, CA), Hume; James R. (Rolling Hills Estate, CA), Keegan; Richard G. (Torrance, CA) |
| Abstract | A traffic signal preemption system, and a related method for its use, using
differential global positioning system (GPS) measurements for accurate
monitoring of the position, speed and direction of an emergency or service
vehicle approaching a controlled intersection. The preemption system
includes a reference GPS receiver, for computing GPS measurement
corrections, and a GPS receiver in each vehicle, which transmits its GPS
measurements by radio to a receiver located at the controlled
intersection. A computer also located at the intersection uses corrected
vehicle position, speed and direction measurements, in conjunction with
previously recorded data defining approach routes to the intersection, to
determine the optimum time to switch a traffic light controller to
preemption mode to permit safe passage of the vehicle. GPS measurement
corrections may be applied in a vehicle computer or in the computer
located at the intersection. Other modes of operation of the system
include a self-survey mode, whereby the reference GPS receiver determines
its own true position by averaging position measurements over a period of
a day or two, and a learn mode, whereby the intersection computer "learns"
unusual approach routes to the intersection as the vehicle traverses the
approach routes and transmits position and velocity measurements. |
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Title Information  |
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Drawing from US Patent 5926113 |
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Automatic determination of traffic signal preemption using differential
GPS |
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| Publication Date |
July 20, 1999 |
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Title Information  |
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References  |
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| *references marked with an asterisk below are user-added references |
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U.S. References |
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| | Reference | Relevancy | Comments | Reference | Relevancy | Comments | 5539398 Hall 340/907 Jul,1996 |      Your vote accepted [0 after 0 votes] | | 5497149 Fast 340/988 Mar,1996 |      Your vote accepted [0 after 0 votes] | | 5475597 Buck
Dec,1995 |      Your vote accepted [0 after 0 votes] | | 5452212 Yokoyama
Sep,1995 |      Your vote accepted [0 after 0 votes] | | 5379224 Brown 701/215 Jan,1995 |      Your vote accepted [0 after 0 votes] | | 5119504 Durboraw, III 455/556.2 Jun,1992 |      Your vote accepted [0 after 0 votes] | | 5083125 Brown
Jan,1992 |      Your vote accepted [0 after 0 votes] | | 5014052 Obeck 340/906 May,1991 |      Your vote accepted [0 after 0 votes] | | 4914434 Morgan 340/906 Apr,1990 |      Your vote accepted [0 after 0 votes] | | 4884208 Marinelli 701/300 Nov,1989 |      Your vote accepted [0 after 0 votes] | | 4573049 Obeck 340/924 Feb,1986 |      Your vote accepted [0 after 0 votes] | | 4449116 Hill 340/909 May,1984 |      Your vote accepted [0 after 0 votes] | | 4359733 O'Neill
Nov,1982 |      Your vote accepted [0 after 0 votes] | | 4162477 Munkberg 340/906 Jul,1979 |      Your vote accepted [0 after 0 votes] | | 4135144 Elmasian 340/906 Jan,1979 |      Your vote accepted [0 after 0 votes] | | 4017825 Pichey 340/906 Apr,1977 |      Your vote accepted [0 after 0 votes] | | 3644883 Borman 340/991 Feb,1972 |      Your vote accepted [0 after 0 votes] | | | | | |
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Foreign References |
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Other References |
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| Post related web sites and other references in this section |
| | Reference | Relevancy | Comments | Vehicle Navigation & Information Systems, 1992, conference; A. Bolelli, M. Chifari, A. Margaria, R&D Department, Mizar Automazione S.P.A. Torino, Italy; p. 134.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Fleet Management in Public Transport, 1992 conference; Anderson. pp. 312, 314, 316.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Automatic Vehicle Location/Control and Traffic Signal Preemption--Lessons from Europe, Chicago Transit Authority, Sep. 1992. pp. 3, 4, 7, 9, 17, 18, 19, 22, 23, 30, 31; and the following articles as Appendices.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | The "BON" Standardized Management System, Dr. Gerhard Heunemann; The New SSB Control Center, 1990; Green on Request, 1991.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | "The Zurich Model", light transit to combat congestion, Ernst Joos; Zurich--Pioneer Approach to Traffic Control; and BON--Computerized operating control system for public transportation.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Radionavigation/Location Requirements For Surface Users in Canada (Part I), Thompson-Hicking Aviation Inc., 1988; pp. 49, 66, 67, 68, 69, 70, 73, 77, 79, Fig. 3-1, C-2, C-3, C-4.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | The Cermak Road Bus Preemption Study, Illinois Department of Transportation, 1993.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Article Entitled "Overview of Differential GPS Methods", Earl G. Blackwell, SRI International, Menlo Park, California 1985.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Differential GPS Explained; Jeff Hurn for Trimble Navigation 1993.. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Request for Proposal G23002U, vol. III, Chicago Transit Authority, 1992; pp. 16, 17, 18, 54.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Integration of AVL and Transit Priority Systems in The Federal Republic of Germany; pp. 283, 284, 286, 290, 291, 294, 295, 297.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | The International Conference on Automatic Vehicle Location in Urban Tansit Systems, Sep. 19-21, 1988, Gilles David; including the following articles.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | The French Experience with Automatic Vehicle Location in Urban Transportation Systems; pp. 18, 19, 20, 21, 24, 26, 27, 28, 29, 30.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Experience on S.I.S. Torino's Public Transport Operation Aid System; pp. 59, 60, 64, 66, 67, 70.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Continuous Various Discrete Bus Location; Factors and Costs; pp. 265, 266, 269, 270, 271, 278.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Products, GPS World, Jan./Feb. 1990.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | The Why and Wherefores of Location Accuracy in French AVL Systems; pp. 308, 313, 314, 320, 321.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Aircraft Automatic Landing Systems Using GPS, Journal of Navigation v.42, No. 1 (Jan. 1989) pp. 47-59.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | GPS Van System; MapCam System; Imaging Systems; Post Processing; Training, Support and Maintenance; Columbus Ohio Real Time Mapping Systems Center, The Ohio State University; prior to 1993.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Literature, GPS World, Sep./Oct. 1990.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Digital Road Mapping with GPS and GIS, GPS World, May 1991; pp. 33-37, 57.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Mapping Finnish Roads With Differential GPS and Dead Reckoning, GPS World, Feb. 1991.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | ACSM Bulletin, one page being Jul./Aug. 1992, p. 55.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | S.I.S., An Operation IAD System--The Experience in A.T.M. Torino; International Conference "Computer--Aided Operating Systems and Traffic in the Cities", Nov. 30-Dec. 2, 1992; pp. 3,5,6,10.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | Integrated Traffic Control On Urban Arterials, 1992; p. 538.
. Nov,2006 |      Your vote accepted [0 after 0 votes] | | |
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Other References |
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References  |
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Claims  |
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We claim:
1. A traffic signal preemption system using differential global positioning system (GPS) corrections, for a signalized intersection having a traffic signal controller capable of
operation in a normal mode and in a preemption mode upon receiving a signal for preemption, the system comprising:
a traffic signal subsystem, including;
a GPS reference receiver having an antenna installed at a known position, for receiving GPS signals and computing measurement corrections for the GPS signals;
a communication radio for receiving data from an approaching emergency vehicle, and
an intersection computer, containing a model of the intersection and programmed such that corrected vehicle position, speed and direction measurements are used to determine when to send a signal to the traffic controller to switch to preemption
mode in such a way as to minimize disruption of normal traffic;
a vehicle subsystem, including;
a GPS receiver for receiving GPS signals, said signals including signals from which the vehicle's position, speed and direction can be determined;
a communication radio for transmitting data to the traffic signal subsystem radio, and
a vehicle computer, for coordinating operation of the vehicle GPS receiver and the vehicle communication radio; and
a differential GPS subsystem portion in communication with the GPS reference receive to receive therefrom the measurement corrections and in communication with the GPS receiver to receive the GPS signals and to compute and to provide to the
interaction computer, corrected vehicle position, speed and direction.
2. A traffic signal preemption system as defined in claim 1, wherein;
the traffic signal subsystem has a radio transmitter by which the GPS measurement corrections computed by the intersection computer are transmitted to the vehicle; and
the vehicle computer computes the corrected measurements of the vehicle position, speed and direction for transmission to the traffic signal subsystem.
3. A traffic signal preemption system as defined in claim 1, wherein:
the vehicle communication radio transmits uncorrected vehicle position, speed and direction measurements to the traffic signal subsystem; and
the intersection computer computes corrected vehicle position, speed and direction measurements.
4. A traffic signal preemption system as defamed in claim 1, wherein;
the vehicle communication radio transmits raw GPS measurements to the traffic signal subsystem; and
the intersection computer computes corrected vehicle position, speed and direction measurements.
5. A traffic signal preemption system as defined in claim 1, wherein;
a single GPS reference receiver serves multiple controlled traffic intersections and broadcasts GPS corrections to multiple vehicles in the same vicinity;
the vehicle computer in each vehicle computes the corrected measurements of vehicle position, speed and direction for transmission to the traffic signal subsystem.
6. A traffic signal preemption system as defined in claim 1, wherein:
the vehicle subsystem includes a turn signal indicator, wherein the vehicle communication radio also transmits turn signal and vehicle identification information to the traffic signal subsystem.
7. A traffic signal preemption system as defined in claim 1, and further comprising:
means for identifying selected points for use in a learn mode on each approach route to the intersection; and
means contained in the traffic signal subsystem, for operating in the learn mode, during which each approach route to the intersection is recorded for use in a normal mode of operation.
8. A traffic signal preemption system as defined in claim 1 wherein corrected vehicle position, speed and direction measurements are used to determine when to send a signal to the traffic controller to switch to preemption at an optimum time in
such a way as to minimize description of normal traffic.
9. A traffic signal preemption system as defined in claim 8 wherein;
the traffic signal subsystem has a radio transmitter by which the GPS measurement corrections computed by the intersection computer are transmitted to the vehicle; and
the vehicle computer computes the corrected measurememts of the vehicle position, speed and direction for transmission to the traffic signal subsystem.
10. A method of operating a traffic signal preemption system for a signalized intersection having a traffic contoller, comprising the steps of;
receiving global positioning system (GPS) signals at a reference GPS receiver whose location is accurately known;
computing differential GPS corrections to be applied to received GPS signals;
receiving GPS signals at a vehicle GPS receiver said signals including signals from which the vehicle's position, speed and direction can be determined;
transmitting some form of the received vehicle GPS signals to a traffic signal intersection subsystem;
using the differential GPS corrections, computing corrected vehicle position, speed and direction; and
computing from the corrected vehicle position, speed and direction measurements, taken with known intersection approach data, an o | | |